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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC JUGUNIDHARI HOUSE NO 0 CITY TOWN JORHAT P O AUNI ATI P S KAMALABARI DIST JORHAT PIN 785106 | MAJULI | ASSAM | 785106 | ₹3.0 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹3.0 CrRejected-Finance P O P S TEZPUR DIST SONITPUR PIN 784001 | SONITPUR | ASSAM | 784001 | ₹3.0 Cr | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SRI BEDANTA BORAH L1 | Sri Parimal Saikia L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1,125.45 | Hect | 64.07 ₹72,107.58 | 64.07 ₹72,107.58 |
| 2.00 | Cutting of Trees including CuttingofTrunks,BranchesandRemoval of
Stumps Cuttingof trees, includingcuttingoftrunks,branchesandremovalofstumps& roots,refilling,compactionofbackfillingandstackingofserviceablematerialby manual means with all lifts as per Technical Specification Clause 201. ii) Girth above 600 mm to 900 mm | 35 | Each | 542.06 ₹18,972.10 | 542.06 ₹18,972.10 |
| 3.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading II Material | 465 | Cum | 3,693.5 ₹17.2 L | 3,693.5 ₹17.2 L |
| 4.00 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.A) By Manual means | 279 | Cum | 5,617.12 ₹15.7 L | 5,617.12 ₹15.7 L |
| 5.00 | Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause
1504 complete including carriage.
a) Including Edge block/ Edge restraints | 3,690 | SqM | 1,238.25 ₹45.7 L | 1,238.25 ₹45.7 L |
| 6.00 | Construction of 1.50 mx 1.0 0 m RCC covered Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B. Mechanical Means I) In ordinary soil, with dewatering, (i) Depth up to 3.00m | 2,448 | Cum | 161.59 ₹4.0 L | 161.59 ₹4.0 L |
| 7.00 | 11.2 Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 229.5 | Cum | 2,015.36 ₹4.6 L | 2,015.36 ₹4.6 L |
| 8.00 | 11.3 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 127.5 | Cum | 7,429.19 ₹9.5 L | 7,429.19 ₹9.5 L |
| 9.00 | Plain/ reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.A.With crushed Stone, (iii) For design mix RCC M 20 ( a) Height upto 5M | 714 | Cum | 10,074.29 ₹71.9 L | 10,074.29 ₹71.9 L |
| 10.00 | 13.2 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 76.47 | MT | 89,692.39 ₹68.6 L | 89,692.39 ₹68.6 L |
Tender Value
₹3.0 Cr
EMD Value
₹6 L
Closing Date
29 Dec 2025, 2:00 pmClosed
CE, PWRD
CE, PWRD
SOPD_G_GAD_2025_26_01 Construction of Drain (Length-850 M)with parking facility at Garamur bazar,Majuli for the year 2025-26 under GAD Deptt.Under Majuli District Territorial Road Division
2025_PWD_49386_1
CE/DEV/TB/212/2025-26/03 Dtd- 11.12.2025
Open Tender
Civil Works – Roads
270 days
Majuli
Please refer Tender Documents
5 documents required · 5 mandatory
₹6,000
₹6 L
Yes
CE, PWRD
3 Jan 2026
15 Dec 2025
29 Dec 2025
15 Dec 2025
29 Dec 2025
22 Dec 2025
15 Dec 2025 - 20 Dec 2025
22 Dec 2025
Amount
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Cutting of Trees including CuttingofTrunks,BranchesandRemoval of Stumps Cuttingof trees, includingcuttingoftrunks,branchesandremovalofstumps& roots,refilling,compactionofbackfillingandstackingofserviceablematerialby manual means with all lifts as per Technical Specification Clause 201. ii) Girth above 600 mm to 900 mm
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading II Material
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405.A) By Manual means
Inter locking concrete Block pavement (A) Interlocking pavement block (i) Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Construction of 1.50 mx 1.0 0 m RCC covered Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B. Mechanical Means I) In ordinary soil, with dewatering, (i) Depth up to 3.00m
11.2 Sand Filling in Foundation Trenches as per Drawing & Technical Specification
11.3 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/ reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.A.With crushed Stone, (iii) For design mix RCC M 20 ( a) Height upto 5M
13.2 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
12.9 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii) With sandy material
Construction of RCC Cross Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B. Mechanical Means I) In ordinary soil, with dewatering, (i) Depth up to 3.00m
11.2 Sand Filling in Foundation Trenches as per Drawing & Technical Specification
11.3 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/ reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.A.With crushed Stone, (iii) For design mix RCC M 20 ( a) Height upto 5M
13.2 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii) With sandy material
Utility shifting
Sri Parimal Saikia (BID ID -290140)
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